Journal Published Online: 30 May 2018
Volume 47, Issue 1

Shear Strength of Unsaturated Malaysian Granitic Residual Soil

CODEN: JTEVAB

Abstract

This study aims to understand the shear strength of unsaturated Malaysian granitic residual soil. The soil was obtained from Kuala Klawang, Negeri Sembilan, Malaysia. A pressure plate was used for obtaining soil-water characteristic curves under zero net confining pressure. Multistage consolidated drained triaxial tests were carried out on both saturated and unsaturated compacted specimens at a constant strain rate. The experimental data of the saturated and unsaturated shear strength of the soil were fitted with a comprehensive constitutive shear strength model that represents both linear and nonlinear shear strength behaviors, with respect to suction and net stress or effective stress for unsaturated and saturated conditions, respectively.

Author Information

Saffari, Pooya
Department of Civil Engineering, Universiti Teknologi Mara, Shah Alam, Selangor, Malaysia
Noor, Mohd Jamaludin Md.
Department of Civil Engineering, Universiti Teknologi Mara, Shah Alam, Selangor, Malaysia
Ashaari, Yasmin
Department of Civil Engineering, Universiti Teknologi Mara, Shah Alam, Selangor, Malaysia
Asadi, Afshin
Center for Research and Innovation, International College of Auckland, Auckland, New Zealand School of Engineering, London South Bank University, London, United Kingdom
Pages: 14
Price: $25.00
Related
Reprints and Permissions
Reprints and copyright permissions can be requested through the
Copyright Clearance Center
Details
Stock #: JTE20170305
ISSN: 0090-3973
DOI: 10.1520/JTE20170305